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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

1
2
3
4

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
T/M
2M/ T
2T/M

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Theory of Structures
The load on a spring per unit deflection, is called

Proof resilience
Proof stress
Stiffness
Proof load

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
All of these
Method of sections
Graphical method

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

1/7
2/7
3/7
4/7

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
2F/3A
F/2A
3F/2A

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